Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Eprocure
Opening Date1 May 2018
Closing Date16 May 2018
Tender Amount₹ 5,79,28,829
Costs
EMD
₹ 11,59,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_GDAUP_196597_1Bid Award Id
ViewTender No
378/4/PA - T/2018 Date 20-04-2018(S.n.-8)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
WATER SUPPLY DISTRIBUTION SYSTEM WORK AT AHINSA KHAND-II, INDIRAPURAM, GHAZIABAD
WATER SUPPLY DISTRIBUTION SYSTEM WORK AT AHINSA KHAND-II, INDIRAPURAM, GHAZIABAD
WATER SUPPLY DISTRIBUTION SYSTEM WORK AT AHINSA KHAND-II, INDIRAPURAM, GHAZIABAD
BOQ Items
Same as item No. 3 above but for 712 MM RCC casing size 900 mm NB
345
1672905
4849
Providing & fixing of ISI Marked MDPE (PE - 80) pipes (6 kg/cm2) conforming to IS 4984, in trenches and making joints with bell cupler and solvent cement, including all taxes, labour, tools, night gaurds, light, barrier, red light to safegaurd against, all complete as per specification and direction of Engineer-in-charge. For 90mm dia MDPE (PE-80) pipe
390
162240
416
Same as item No. 5 but for 110mm dia MDPE (PE-80) pipe
82
50922
621
Same as item No. 5 but for 140mm dia MDPE (PE-80) pipe
162
154062
951
Same as item No. 5 but for 355mm dia MDPE (PE-80) pipe
438
1758570
4015
Same as item No. 5 but for 400mm dia MDPE (PE-80) pipe
2345
11818800
5040
Same as item No. 5 but for 710mm dia MDPE (PE-80) pipe
1567
30816622
19666
Providing and Fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid seperately) for 200mm diameter
1
8193
8193
Same as item No. 11 but for 250mm diameter
15
179445
11963
Same as item No. 11 but for 500 mm diameter
1
41575
41575
Providing & laying C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete ( The tail pieces, tapers etc if required will be paid separately) for 100 mm dia
1
6353
6353
Same as item No. 14 but for 150 mm dia
1
9289
9289
Providing and Fixing Scour Valve(Rate as item no 11) (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid seperately) for 200mm diameter.
1
8193
8193
Same as item No. 16 but for 250mm diameter
1
11963
11963
Same as item No. 16 but for 500 mm diameter
1
41575
41575
Constructing masonary chamber 90x90x100 cm, insides with 150 class brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and R.C.C top slab 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:4:8 ( 1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12mm plaster thick finihed with a floating coat of neat cement complete.
22
246554
11207
Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) for 100 mm dia nominal bore
55
220550
4010
Same as item No. 20 but for 150 mm dia nominal bore
3
17661
5887
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats etc all complete of work for 100 mm dia nominal bore.
55
22660
412
Same as item No. 4 but for 150 mm dia nominal bore
3
1857
619
Constructing masonry Chamber 60x45x50 cm inside, in 150 class brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:4:8 ( 1 cement : 4 course sand:8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as
per standard design : 18.37.1 With common burnt clay
58
335936
5792
Making connection of new proposed distribution branch with existing distribution of following sizes by providing and fixing tee, including laying and jointing of the pipe etc. complete for 710 mm nominal bore
1
15837
15837
Same as item No. 25 but for 355 mm nominal bore
14
113232
8088
Installation of product pipe by micro tunnelling method including making of entry and exist pits ,all related civil works like excavation, strutting etc. shielded excavation through auger boring process, lowering of pipe segments in the jacking pit.Laying and jointing of product pipeline through jacking process from the jacking pit and after and after project completion as per the instruction of the engineer in charge all complete except the cost of the pipe(upto 80m installation length) .above 600mm & upto 1000 mm outer dia
45
4609980
102444
Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.“(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
199.36
257971
1294
Cutting of bituminous road portion and stacking of dismentaled matrial as per directed by E/I
759.42
383507
505
Constuction of granular sub -base by providing close graded meterial (Grade-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavater at Omc, and compacting with vibratory to achive the desired density, complete as per MORTH clause 401 (without motor grader)
337.52
1106390
3278
Providing and laying spreading and compactive grade stone aggregate to WMM specification incluid premixing the material with at OMC in mechanical mix plant close grade, mixing in mechanical mix plant at OMC carriage of mixed material by tipper to site,laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibrating roller to achive the desired density.406 of MORT &H specification and as per direction of the engineer-in charge (A.R) (9 mtr. & below road without paver finisher)
337.52
1209334
3583
Providing and applying tack coat with 80/100 (VG10) bitumen on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including supply of all materials, labour, T&P etc. required for proper comletion of the work as per clause 503 of MORT&H specifications and as per direction of the Engineer-in-charge (A.R.)
1687.61
35102
20.8
Providing and applying tack coat with 80/100 (VG10) bitumen using emulsion pressure distributor at the rate of 0.30 kg. per sqm on the prepared bitumeneous / granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 of MORT&H specification and as per dierction of the Engineer in charge (A.R.)
1687.61
19069
11.3
Providing and laying 50mm th. compacted bitumenous mecadam on prepared surface with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II(19mmNominal Size), premixed with 80/100 (VG10) bitumenous binder @ 3.30% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 504 of MORT & H specification sand as per direction of the Engineer in charge (A.R.)
84.38
591081
7005
Providing and laying bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-II premixed with 60 / 70 (VG30) bitumenous binder @ 5.00% by weight of total mix and filler @ 2% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 Grade-II (13 mm nominal size) of MORT & H specifications and as per direction of the Engineer in charge (A.R.)
67.5
595215
8818
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge
357.57
14660
41
Laying cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge.
143.02
11155
78
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin- Charge
214.53
132579
618
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